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Sample Record for 2019-04-25-10

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-R7.6/18.3
Work Description: PAVEMENT PRESERVATION
Location Description: SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-25-10
TL Number from the TL Form: 001905
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77849B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: 1/2-inch
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2019-04-25-10-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/23/2019
Date Tested: 04/26/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.19 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test

DIME Test ID: 2019-04-25-10-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/23/2019
Date Tested: 04/26/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Total mass of material in the sample 1506.8 grams
Cumulative mass retained on the 2 in. sieve no data0 grams
Cumulative mass retained on the 1 1/2 in. sieve no data0 grams
Cumulative mass retained on the 1 in. sieve no data0 grams
Cumulative mass retained on the 3/4 in. sieve no data0 grams
Cumulative mass retained on the 1/2 in. sieve 111.4 grams
Cumulative mass retained on the 3/8 in. sieve 264.7 grams
Cumulative mass retained on the 1/4 in. sieve 522.2 grams
Cumulative mass retained on the #4 sieve 644.4 grams
Cumulative mass retained on the #8 sieve 869.5 grams
Cumulative mass retained on the #16 sieve 1040.9 grams
Cumulative mass retained on the #30 sieve 1165 grams
Cumulative mass retained on the #50 sieve 1262.1 grams
Cumulative mass retained on the #100 sieve 1332.6 grams
Cumulative mass retained on the #200 sieve 1374.8 grams
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 92.6 %
Cumulative percent passing the 3/8 in. sieve 82.4 %
Cumulative percent passing the 1/4 in. sieve 65.3 %
Cumulative percent passing the #4 sieve 57.2 %
Cumulative percent passing the #8 sieve 42.3 %
Cumulative percent passing the #16 sieve 30.9 %
Cumulative percent passing the #30 sieve 22.7 %
Cumulative percent passing the #50 sieve 16.2 %
Cumulative percent passing the #100 sieve 11.6 %
Cumulative percent passing the #200 sieve 8.76 %

Test

DIME Test ID: 2019-04-25-10-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/23/2019
Date Tested: 04/26/2019
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7372 grams
Mass of oven-dry sample in air for Sample 1 1614 grams
Mass of container filled with the sample and water for Sample 1 8344 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.514
Theoretical maximum density at 25°C (77°F) no data